The calculation results for assembling monolithic spans are described. The data obtained during calculations are analyzed; the necessity of calculation of spans of this type at a few stages of including separate elements into work is determined. The comparative calculation of spatial models in the LIRA SOFTWARE is conducted.


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    Title :

    FEATURES OF DESIGNING PRECAST-MONOLITHIC BRIDGE SPANS


    Contributors:
    P. M. Koval (author) / A. E. Fal (author) / S. M. Marchuk (author)


    Publication date :

    2010



    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    Unknown